地盤の動的挙動 (2)

[III-95] Improving Applicability of Newmark Method Considering Response Acceleration in Embankment

*Tadakazu Miyoshi¹, Ken-ichi Tokida², Koji Mitani³, Takeo Kimura³ (1. West Nippon Expressway Engineering Kansai Co. , Ltd., 2. Pubulic Works Reseach Center, 3. Godai Kaihatsu Corporation)

Keywords:Road Embankment, Newmark sliding block method, Equivalent linear method, Time history nonlinear analysis, Sliding residual displacement, Response acceleration